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<br />I II
<br />I II MON0-Sl0PED ROOF
<br />- II OVERHANG VARIES
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<br /> II II
<br /> OVERHANG VARIES
<br />- II il
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<br />NOTE; FOR BEAM SPAN LENGm 'A" FOR TABLE 2. 1.1 AND
<br />TABLE 2.'2 EaUAlS mE LARGER OF: A = W OR A = WI2+O.H.
<br />
<br />DOUBLE CARPORT
<br />
<br />, SLOPE
<br />
<br />BEAM IF REaUIRED
<br />FOR KNEE BRACING
<br />
<br />---..,
<br />\ 112
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<br />'2
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<br />-III WFOR,,^"S>E 1
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<br />W FOR BEAM SIZE
<br />
<br />
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<br />
<br />SHADiNG DENOTES MAXJMUM ROOF
<br />AREA FOR COlUMNS AND FOOTING
<br />
<br />SINGLE CARPORT
<br />
<br />, SLOPE
<br />
<br />--
<br />
<br />112
<br />
<br />12
<br />
<br />ill
<br />i
<br />I
<br />1
<br />
<br />~I~
<br />II
<br />
<br />W FOR BEAM SIZE
<br />SEE TABLE'
<br />AFTER COMPl.JTING 'A'
<br />LARGEST VAlUE
<br />
<br />. MINIMUM SLOPE SHALL BE 1rr PER'2" EXCEPT FOR O.O2l> PANS
<br />FOR WHICH mE SLOPE SHALL BE 314' PER 12" FOR SP,ll,NS
<br />EXCEEDING 12'~ OR MANUFACTURERS RECOMMENDED SLOPE
<br />
<br />POST SIZE AND SPACING PER TABLE 2. ,. ,
<br />AND I OR TABLE 2. '.2
<br />
<br />NOTE; KNEE BRACES ARE REQUIRED IF POSTS
<br />ARE NOT SET iN CONCRETE FOOTING
<br />
<br />END Vl8N DOUBLE CARPORT (GABLED)
<br />
<br />r
<br />
<br />'2" ALUMiNUM PANEL ROOF
<br />SEE TABLE 2.5
<br />
<br />12
<br />112 L..---'
<br />
<br />c:
<br />
<br />RECEMNG CHANNEL 1 !I
<br />
<br />I' II
<br />II II
<br />II ,I
<br />12" AlUMINUM P,ll,NEl_1L 11_
<br />SEETABLE2.5 r-
<br />RECEMNG CHANNEL 1N1 11
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<br />All
<br />
<br />RECEIVING CHANNEL
<br />
<br />RECEIVING CHANNEL
<br />
<br />12" ALUMINUM P,ll,NEL
<br />SEE TABLE 2.5
<br />
<br />ALUMINUM UTI LIlY SHED WALL
<br />WITH DOOR (ELEVATION)
<br />
<br />END VI8N SINGLE CARPORT
<br />
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<br />II
<br />
<br />ALUMINUM UTJLllY SHED WALL
<br />(ELEVATION)
<br />
<br />SECTION THROUGH UTILllY SHED
<br />
<br />'2
<br />112 ==-
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<br />3' ~ 3.
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<br />GABLE CARPORT FRONT ELEVATION
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<br />,,-- RIOOE BEAI>A
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<br />I LOAD WlDTH FdR CENTER BEAM
<br />i<-- PER TABLE 2. 1. I ~D 1 OR TABLE 2. '.2 -.;t
<br />
<br />1'1/2 = LOAD WIDTH FOR RIDGE BEAM SPAN
<br />
<br />RIDGE BEAM SEE TABLE 2. , .1 AND I OR
<br />TABLE 2. 12
<br />
<br />PAN OR COMPOSITE P,ll,NEl ROOF
<br />
<br />NOTCH POST TO RECEIVE BEAM
<br />Wl11-i (2) 3-112" x 114'l1-lRU-SOLT
<br />Wl11-i lOCI< NIJT TOP AND OOTTOM
<br />
<br />BEAM PER TABLE 2.1.1 AND I OR TABLE 2. 12
<br />
<br />POST PER TABLE 2.2.' AND I OR TABLE 2.2.2
<br />
<br />-----------~~-----------
<br />
<br />~
<br />....
<br />
<br />i
<br />,,1
<br />
<br />P A."4 ROOF SEE TABLE 2 . 5
<br />
<br />:::1
<br />
<br />RECEMNG CHANNEL
<br />P,II,N TO WAlL C CHANNEL
<br />(3) #8 ~ 112" PER P,II,N
<br />PA."4 WAlL
<br />2" x 2" x 0.044' BRACE FOR
<br />MORE PA."4 HEIGHT REFER
<br />TO TABLE 2 . 5
<br />114'~ x '-114' EMBEDMENT
<br />EX.?,ll,NSION BOLTS OR EOUAl
<br />DRIVE PINS AT 24' ON CENTER
<br />
<br />J.1rr CONCRETE SLAB
<br />
<br />NOTE: 1\
<br />
<br />KNEE BRACES REOUIRED IF POSTS ARE
<br />NOT SET iNTO CONCRETE FOUNQA liON
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<br />GABLE CARPORT SIDE ELEVATiON
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<br />TOP A."40 OOTTOM PAN
<br />
<br />#8 x 1rr ~EET METAl SCREW
<br />iNTO EACH RIseR AT PANEL ENOS
<br />
<br />BOTTOM CHANNEL ANCHORED TO sv.a
<br />Wll1-l 1/4"0 x " EMBEDMENT EX?I\:.S'ON
<br />BOlTS AT 24' ON CEN~R OR CONCRETE
<br />SCRE'WS
<br />
<br />'2" RISER PANEL SEE TABLE 2.5
<br />
<br />I
<br />
<br />ATTACH pA.'Ias TO CHANNEL W1Tri
<br />(2) #8 x 1rr SHEET METAl SCREWS
<br />EACH P,ll,NEL AT EACH END
<br />
<br />PAN WALL CONNECT10N
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